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A Strain-Flexibility-Based Approach to Damage Location

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Periodical:

Key Engineering Materials (Volumes 245-246)

Pages:

87-96

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.245-246.87

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Online since:

July 2003

Authors:

Daniele Zonta, Alessandro Lanaro, Paolo Zanon

Keywords:

Civil Structures, Damage Location, Flexibility Matrix, Strain-Mode-Shapes

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© 2003 Trans Tech Publications Ltd. All Rights Reserved

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References

[1] S.W. Doebling, C.R. Farrar and M.B. Prime: A summary review of vibration-based damage identification methods, The Shock and Vibration Digest Vol. 30(2) (1998), pp.91-105.

DOI: 10.1177/058310249803000201

Google Scholar

[2] A.K. Pandey, M. Biswas and M.M. Samman: Damage Detection from Changes in Curvature Mode Shapes, J. of Sound and Vibration Vol. 145(2) (1991), pp.321-332.

DOI: 10.1016/0022-460x(91)90595-b

Google Scholar

[3] G.C. Yao, K.C. Chang and G.C. Lee: Damage Diagnosis of Steel Frames Using Vibrational Signature Analysis, J. of Engineering Mechanics Vol. 118(9) (1992), p.1949-(1961).

DOI: 10.1061/(asce)0733-9399(1992)118:9(1949)

Google Scholar

[4] J. Maeck and G. De Roeck: Dynamic Bending and Torsion Stiffness Derivation from Modal Curvatures and Torsion Rate, J. of Sound and Vibration Vol. 255(1) (1999), pp.153-170.

DOI: 10.1006/jsvi.1999.2228

Google Scholar

[5] N. Stubbs, J.T. Kim, C.R. Farrar: Field Verification of a Nondestructive Damage Localization and Severity Estimation Algorithm, (Proc. 13th International Modal Analysis Conference, Nashville, TN, USA, 1995), pp.210-218.

Google Scholar

[6] A.K. Pandey and M. Biswas: Damage Detection in Structures using Changes in Flexibility, Journal of Sound and Vibration Vol. 169(1) (1994), pp.3-17.

DOI: 10.1006/jsvi.1994.1002

Google Scholar

[7] Q. Lu, G. Ren and Y. Zhao: Multiple Damage Location with Flexibility Curvature and Relative Frequency Change for Beam Structures, J. of Sound and Vibration Vol. 253(5) (2002), pp.1101-1114.

DOI: 10.1006/jsvi.2001.4092

Google Scholar

[8] D. Zonta, A.W. Elgamal, M. Fraser and M.J.N. Priestly: A Vibrational Based Methodology For After-Earthquake Damage Assessment Of Multistory Frame-Resistant Buildings, (Proc. 12th European Conf. on Earthquake Engineering, London, 2002).

Google Scholar

[9] P. Prada: Indagine Teorico-sperimentale su un Ponte Metallico con Unioni Chiodate del XIX Secolo: Studio del Comportamento Statico, (Laurea Thesis, DIMS, University of Trento, 2002).

Google Scholar